Geomechanics and Engineering

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Passive vibration control of sandwich beams with FGM faces and viscoelastic core resting on nonlinear foundation system

  • Hadj Youzera (Laboratoire d'Etude des Structures et de Mecanique des Materiaux, Departement de Genie Civil, Faculte des Sciences et de la Technologie, Universite Mustapha Stambouli) ;
  • Abdallah Zine (Department of Civil Engineering, Faculty of Science and Technology, University of Relizane) ;
  • Sid Ahmed Meftah (Laboratoire des Structures et Materiaux Avances dans le Genie Civil et Travaux Publics, Universite Djillali Liabes) ;
  • Abdelouahed Tounsi (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Department of Civil Engineering) ;
  • Mofareh Hassan Ghazwani (Mechanical Engineering Department, Faculty of Engineering, Jazan University) ;
  • Ali Alnujaie (Mechanical Engineering Department, Faculty of Engineering, Jazan University)
  • Received : 2024.06.07
  • Accepted : 2024.11.08
  • Published : 2024.11.25
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Abstract

The aim of the present investigation is focused on the nonlinear forced vibration analysis of porous FGM sandwich beam with a viscoelastic core resting on nonlinear elastic foundation. The analytical formulation incorporates both normal and shear deformations in the core by utilizing the Zig-Zag theories. The harmonic balance method is integrated with a one-mode Galerkin's procedure designed for a simply supported beam. The nonlinear geometric coupling and viscoelastic effects result in a frequency amplitude equation that is nonlinear and governed by multiple complex coefficients. The damping and frequency response curves are depicted and analyzed across various geometrical and mechanical configurations of sandwich beams. The results indicate that the porosity effects and elastic coefficients of the foundation exert a significant influence on the damping and nonlinear vibration response of these beams.

Keywords

References

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